000010632 001__ 10632
000010632 005__ 20141205155747.0
000010632 04107 $$aeng
000010632 046__ $$k2008-10-12
000010632 100__ $$aLee, Manjae
000010632 24500 $$aStudy on Joint of Precast Slab-Girder Applied in Unbonded Prestressed Concrete System

000010632 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010632 260__ $$b
000010632 506__ $$arestricted
000010632 520__ $$2eng$$aIn reinforce concrete building has a long span and an outer structural frame designed for resisting seismic force, the seismic force of inner structural frame on the building should be transmitted to outer structural frame through a slab diaphragm. In unbonded prestressed concrete systems, the movement of open and shut is a precondition for cyclic seismic load. To solve these problems, mechanical joint of precast slab-girder which transmits in-plane shear force from precast slab to precast girder is necessary. The joint could satisfy required performance was suggested in this research. The structural performance of the joint was investigated experimentally with full scale of slab-girder specimen. In test result, it was confirmed that the shear cotter type of full precast slab accomplished required performance was possessed almost same shear strength with typical reinforced concrete slab.

000010632 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010632 653__ $$ajoint of precast slab-girder, cyclical shear load, unbonded prestressed concrete system

000010632 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010632 720__ $$aLee, Manjae$$iMaeda, Masaki$$iSakuta, Joji$$iAsaka, Ryota
000010632 8560_ $$ffischerc@itam.cas.cz
000010632 8564_ $$s320276$$uhttps://invenio.itam.cas.cz/record/10632/files/05-03-0170.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0170.
000010632 962__ $$r9324
000010632 980__ $$aPAPER